.
" ARTICLE II — Sewer Construction |
Naa RE
SECTION B — PAGE 4 _
Public Notice
NOTICE is hereby given that at
a special meeting to be held on
the 18th day of September, 196%
at 8:00 o'clock P.M. at the Daniel
C. Roberts Fire Company Building,
Lake Township, the Township
Supervisors of the Township of
Lake intend to pass the following
Ordinance:
AN ORDINANCE OF THE TOWN-
SHIP OF LAKE, LUZERNE COUN-
TY, PENNSYLVANIA, DEFINING
AND REGULATING INDIVIDUAL
SEWAGE DISPOSAL SYSTEMS;
REQUIRING MINIMUM STAND-
ARDS GOVERNING THE DESIGN,
CONSTRUCTION, AND INSTALLA-
TION OF SEPTIC TANK SOIL AB-
SORPTION SYSTEMS, PRIVIES
AND CHEMICAL TYPE TOLIETS;
AUTHORIZING THE ISSUANCE OF
PERMITS, AND PROVIDING FOR
PENALTIES FOR VIOLATIONS
BE IT ORDAINED by the Super-
visors of the Township of Lake, Lu-
zerne County, Pennsylvania, and
it is hereby enacted and ordained
by authority of the same:
SECTION I — Definitions
1.1 For the purposes of this ordin-
ance, the following words and
phrases shall have the meaning
ascribed to them in this section.
1.1.1 Sanitary inspector — shall
mean the legally designated au-
thority of the Township of Lake or
his authorized representative.
1.1.2 Individaul sewage disposal
system — shall mean a sewage
disposal system, other than a pub-
lic or community system, which re-
ceives either human exereta or
liquid waste, or both, from one or
moré premises. Included within
the scope of this definition are
septic tank soil absorption systems,
privies, and chemical type toilets;
and such other types as may be
prescribed in regulations.
1.1.3 Permit — shall mean a
written permit issued: by the sani-
tary inspector, permitting the con-
struction of an individual sewage
disposal system under this ordin-
ance.
1.1.4 Person — shall niéan any
institution, public or private ecor-
poration, individual, partnership, or
other entity.
SECTION II — Requirements for
Individual Sewage Disposal Sys-
tems i
The following standards shall
apply for the installation, altera-
tion, repair or extension of . indi-
vidual sewage disposal systems in
the Township of Lake.
ARTICLE 1 — Genéral
A. No raw sewage, septic tank
effluent, or seepage from a soil ab-
sorption system’ shall be discharged
to the surface of the ground, or
ground surface water, nor shall it
be discharged, except as herein-
after provided, into any rock for-
mation, the structure of which is
not conducive to purification of
water by filtration.
B. No
sewage disposal systems shall be
made in low areas or areas which
may be subject to flooding.
C. In areas with a high ground
water table or where limestone or
any geological formation similarly
faulty is covered by léss than fifty
(50) feet of earth, the final dis-
posal unit shall be a tile field. The
bottom of the trenches shall be
above the water table and’ at least
two (2) feet above the surface of
the faulty rock formation.
D. No -kulldozers, trucks, or
other heavy machinery shall be
driven over the system after in-
stallation.
A. No buried or concealed por-
tion of the building sewer, or
building drain or branch thereof
serving any premise shall be lo-
cated less than the following
minimum distances:
TABLE I
Sewer and Septic Tank
Minimum Distances
10 Feet
10 Feet
Property Line .-........
Occupied Buildings
Buried Water Pipe
Under Pressure 10 Feet
Domestic Water Supply .. 50 Feet
Buried Water Pipe Under
Suction
50 Feet
B. The portions of any buried
sewer more than fifty (50) feet
from a well or buried suction line
shall be of adequate size and con-
structed of case iron, vitrified clay,
cement-asbestos or bituminized fi-
ber pipe. Any building drain or
building sewer constructed of case
iron or cement and asbestos shall
be not less than four (4) inches
in diameter, and any building sewer
constructed of material other than
cast iron or cement-asbestos shall
be not less than six (6) inches in
diameter.
C. Bell and spigot of vitrified-
clay pipe shall be prepared to form
a concentric opening uniform ‘in
width around the pipe of which
the opening shall be filled with an
acceptable sewer joint compound.
Cement joints shall be painted on
the outside and left smooth on the
inside by drawing a swab or scrap-
er through the joint. The line
shall have a grade of not less than
1/8 inch per foot. The ten (10)
feet of sewer immediately. preced-
ing the septic tank shall slope not
No
90 degree ells shall be permitted,
and where the direction of the
sewer is changed in éxcess of 45
degrees accessible cleanouts shall
more than 1/4 inch per foot.
be provided. : :
installations of individual |
ARTICLE III — Septic Tank
A. No septic tank shall be lo-
cated to provide less than the
minimum distances as stated in
Table I.
B. The liquid capacity of a septic
tank serving a dwelling shall be
based on the number of bedrooms
contemplated in the dwelling, which
is listed in the following Table II.
TABLE II
Minimum Capacities for
Septic Tanks
(Provides for Use of Garbage-
Grinders, Automatic Washers, ‘and
other Household Appliances)
The liquid capacity of a septic
tank shall provide a sewage de-
tention period of not less than
twenty-four (24) hours in the tank.
Sewage flow shall be computed ac-
cording -to types of establishment
and water use. With sewage flows
greater than one
hundred (1,500) gallons per day,
the liquid tank capacity shall equal
one thousand one hundred twenty-
five (1,125) gallons plus seventy-
five (75) per cent of the daily an-
ticipated sewage flow.
tank or compartment thereof shall
bé not less than thirty (30). inches
dor greater than six (6) feet.
D. No tank or compartment
thereof shall have an insidé hor-
izontal dimehsion less than thirty-
six (36) inches.
E. Inlet and ottlet connections of
the tank and of each compartment
thereof shall be submerged by
means of vented tees or baffles.
F. The space in the tank between
the liquid surface and the top of
the tank shall be not less than
twenty (20) per cent of the total
required liquid capacity, except
that in horizontal cylindrical tanks
this space shall be not less than
fifteen (15) per cent of the total
required liquid capacity.
For each additional bedroom
add 250 gallons.
pipe shall extend below
level at least six (6) inches.
case shall this penetration be
greater than that allowed for the
outlet device. The inlet
above the crown of the inlet sewer.
' H. The outlet baffles or sub-
merged pipe and the baffles or sub-
merged pipes between compart-
ments - shall extend below the
liquid surface not less than twelve
(12) inches or a distance equal to
forty (40) per cent of the liquid
depth, The penetration of the out-
let “baffles or submerged pipes of
a horizontal cylindrical tank shall
be thirty-five (35) per cent of the
total. liquid depth.
1. There shall be at least one (1)
inch between the underside of the
top of the tank and the highest
point of the inlet and outlet de-
vices and partitions to provide the
required ventilation of the system
through the main building stack.
J. The inlet invert shall be a
minimum of three (3) inches above
the level of the outlet invert.
K. The tank shall be watertight,
constructed of sound and durable
material and not subject to exces-
sive corrosion or decay.
L. Access to each compartment
| of the tank for inspection and
| sludge removal shall be provided
‘by a manhole of at least twenty
(20) inch dimension or removable
cover. Where the top of the tank
is located more than eighteen (18)
inches below the finished grade,
manholes and inspection holes shall
extend to approximately eight (8)
inches below the finished grade.
M. If the septic tank has more
than one compartment, the first
compartment shall have a liquid
capacity equal to at least one-half
(1/2) of the total liquid capacity.
ARTICLE IV — Subsurface
Disposal Field
A. The disposal field shall be lo-
| cated in an unobstructed and un-
shaded area. The distances given
below shall be the minimum hori-
| zontal separations between the dis-
posal field and the following:
TABLE IIT
Location Subsurface Disposal
Field
Any water supply or buried water
suction pipe-one hundred
(100) feet.
Streams — fifty (50) feet.
Occupied buildings—ten (10) feet.
Large trees — ten (10) feet.
Property lines or buried pipe dis-
tributing water under pressure—
ten (10) feet.
Is
B. When coarse soil formations
are encountered, the 100 feet dis-
tance specified in Item IV, A-1
may be increased by the Depart-
ment. j
C. Effluent from the septic tank
shall be discharged to the absorp-
tion field through a water tight
line with a grade of at least 1/4
inch per foot. Serial distribution
of effluent mdy be required where
the grade of the ground surface
exceeds six (6) inches in any di-
rection within the area utilized for
the absorption field.
D. When a distribution box is
used, it shall have a removable
cover and insure equal distribu-
tion of effluent to tile field lateral
lines. At least two (2) lateral lines
shall lead from the box.
1. Each tile field lateral line
No. of Minimum Tank
Bedrooms Capacity
2 or less 750 Gallons
3 900 Gallons |
4% 1000 Gallons
thousand five
baffle |
must extend at least one (1) inch |
shall be connected separately to the
distribution box and shall not be
subdivided.
92. The inverts of all outlets shall
be at the same elevation and the
inlet invert shall be at least one
(1) inch above the outlet inverts.
3. The outlet inverts shall be at
least four (4) inches above the
bottom of the distribution box for
the purpose of securing equal dis-
tribution of the septic tank efflu-
ent to each tile lateral.
4. In the event that septic tank
effluent is discharged to the dis-
tribution box by pump or syphon,
a baffle shall be installed in the
distribution box. The baffle shall
be secured to the bottom of the
box and shall extend vertically to
a point at level with the crown of
the inlet pipe. The plane surface
of the baffle shall be perpendicular
to the inlet floor line. .
E. Minimum seepage &aréa of the
disposal field shall be determined
by a stabilized percolation rate:
The soil shall have an acceptable
| percolation rate, without interfer-
ence from ground water or im-
pervious strata below the level of
the absorption system.
The
met:
|
face. Rock formations or other im-
pervious strata shall be at a depth
| greater than four (4) feet below
| the bottom of the trench.
|
in the following table.
TABLE IV
Private Residences
(Provides for Garbage-Grinder and
Automatic-sequence Washing
Machines)
Percolation-rate Required ab-
(Time required sorption
in minutes). and seepage pits.
70
85
100
115
125
165
190
250
300
330
G. The inlet baffle or submerged |
liquid |
In no!
1 or less
DOB WHER WN
oc uUuQ Uo
1 #
| shall be provided for at least two
| (2) bedrooms.
_2. Absorption area for standard
trenches is computed as trench-
| bottom area.
3. Absorption area for seepage
pits is computed as effective side-
wall drea beneath the inlet.
. 4. Soils are unsuitable for seep-
age pits if the percolation rates is
thirty (30) minutes or more and
are unsuitable for any ‘subsurface
leaching system if the percolation
| rate is sixty (60) minutes or more.
1
TABLE V
Absorptien Area Requirements for
Other Establishments
Percolation rate Maximum rate of
(Time in sewage application
minutes (gallons per square
for water foot per day) for
to fall standard trenches and
one (1) inch) seepage pits.
1 or less 5.0
2 35
3 29
4 2.5
5 2.2
10 1.6
15 1:3
30 0.9
45 0.8
60 0.6
1. These figures do not include.
effluents. from septic tanks that ré-
ceive wastes from garbage-grinders
and automatic washing machines.
| 2. Absorption area for standard
| trench is computed as trench-bot-
tom area.
3. Absorption area for seepage
pits is computed as effective side
wall area beneath thé inlet.
4. Soils are unsuitable for seep-
age pits or leaching systems if the
percolation rate is thirty (30)
| minutés or more.
F. Construction of disposal
trenches
1. Trenches in 4a disposal field
shall be constructed in accordancé
with the following standards:
4, Minimum number 6f lines per
field — two (2) :
b. Maximum length of individual
lines — one hundred (100) feet.
¢. Minimum bottom width of
trench — twelve (12) inches.
d. Maximum bottom width of
trench — thirty-six (36) inches.
é. Minimum depth of tile lines
(bottom) — eighteen (18) inches.
f. Maximum depth of tilé lines
(bottom) — thirty-six (36) inches.
g. Uniform grade of tile trench
— two (2) to four (4) inches per
oné hundred (100) feet.
h. Uniform grade of tile linés
two (2) to four (4) inches per one
hundred (100) feet.
i. Minimum aggregate material
{| under tile — six (6) inches.
|'j. Minimum aggregate material
‘over tile — two. (2) inches.
k. Spacing of trenches,
for water area, in square
to fall one feet per bedroom
(1) inch, standard trench |
1. In every case, sufficient area
i
|
1. The maximum elevation of the '
| ground water table’ shall ‘be: at 4 shall have ‘tight join
C. The liquid .depth of any septic: least four (4) feet below the sur- 4 of the pend.
2. The percolation time shall be | size.
within the range of those indicated | completely encase the tile.
|
TABLE VI
Distances Between Trenches
Minimum
distance
( between
centerline
Trench width, of trenches,
inches feet
12 to 18 6
18 to 24 6.5
24 to 30 7.0
30 -to 36 . 7.5
2. Pipe used for. the line between
the septic tank and distribution
box and between the distribution
box and tile laterals to the point
when the laterals are separated,
shall have watertight joints. Pipes
used under driveways or. other
areas subject to heavy loads shall
be bell and spigot cast iron with
leaded caulked joints or equal.
3. Field tile. used in, tHe disposal
field shall be four (4) inch agri-
cultural drain tile twelve
inches in length and shall be laid
with 1/4 inch open joints. Alter-
nate materials
equivalent performance is indicated.
a, All open joints shall be pro-'
tected on top by strips of asphalt
acceptable means.
b. All bends used in the disposal
ts at each
4, Aggregate materials shall be |
similar |
crushed stone, gravel, or
insoluable, durable, and acceptable
material ‘1/2 to’ 2 1/2 inches in
The filter materials shall
5. The top of the aggregate ma-
terial shall be covered with un-
treated building paper’ or ‘a two
Absorption Area Requirements for : (2) inch layer of hay or straw to
prevent settling of batkfill material
into the filter material.
6. The trench above the aggre-
| gate thaterial shall be filled over |
and hand tamped with four (4) to
six (6) inches of earth.
G. Seepage pits
1. Seepage pits shall be used for
disposal of septic tank effluent only
when the installation of tile dis-
posal trenches is due to unfavor-
able soil absorption in top soil
mantle, ground water level, topo-
graphy, and will not reduce the
safety of surrounding water sup-
plies. The pit excavation shall
terminate at least four (4) feet
above the highest known or calcu-
lated water table.
2. The location of seepdge pits, |
shall be not less than the stated
minimum distances from the fol-
lowing: g
a. Any water
Buried water suction pipe — one |
hundred (100) feet.
b. Occupied buildings — twenty |
(20) feet.
c. Property lines and buried pipe
distributing water under pressure
~= ten (10) feet.
d. Other seepage pits—three (3)
times the diameter of the largest
pit (edge to edge).
3. Effective absorption area of a
seepage pit is the vertical-wall area
(based on' dug diameter) of the
impervious strata below the inlet.
a. Required seepage area shall
be determined by the percolation
test made in each vertical stratum
penetrated. The weighted average
of the results ‘shall be computed
to obtain a design figure. Soil
strata in which the percolation
rates are in ‘excess of 30 minutes
per inch shall not be included in
computing the absorption area. No
allowance shall be made for im-
pervious strata or bottom area.
b. All pits shall have a diameter
of. at least four (4) feet.
4. Construction of all seepage pits
shall conform to the following re-
quirements:
‘a. To prevent cave-in, the pit
shall be lined with brick, stone, or
block at least four (4) inches thick,
laid in a radial arch to support the
pit walls.
b. The brick; stone or block
shall be laid water-tight above the
inlet and with open joints below
the inlet to provide adequate pas-
sage of liquids.
c. A minimum annular space of
six (6) inches between the lining
and excavation wall shall be filled
with crushed rock or gravel.
d. The top of the seepage pit
shall be constructed to be capable |
of supporting the over-burden of |
earth and any reasonable load to
which it is subjected.. Access to
the pit shall be provided by means |
of a manhole or inspection hole
equipped with a water tight cover.
The seepage pit may terminate in
a conventional manhole top, frame
and cover. The top of the seepage
pit shall be not less than twelve
(12) inches below the ground sur-
face. Where the top is more than
eighteen (18) inches below the
ground surface, there shall be pro-
vided an inspection pipe of not less
than four (4) inch diameter ex-
tending through the covér to a
point above the tank not more
than six (6) inches below finished
ground level: The top of the in-
spection’ pipe shall be provided
with a removable water tight cap
and its location shall be marked
at the ground surface.
SECTION III — Permits
3.1 It shall be unlawful for any
person to construct, alter, or ex-
tend individual sewage disposal
systems within the Township of
Lake unless he H&lds a valid per-
mit * issued by the sanitary in-
spector in the name of such per-
son for the specific construction,
alteration, or extension proposed,
upon the payment to sanitary in-
spector, the fee of Five ($5.00)
(12)
may be "used if |
supply well or
Dollars.
3.2 All applications for permits
shall be made to the sanitary in-
spectot, who ‘shall issue a permit
upon compliance by the applicant
with provisions of this ordinance
and any regulations adopted here-
under.
3.3 The sanitary inspector may
refuse to grant a permit for the
| construction of an individual sew-
| age disposal system where public
lor community sewerage systems
are reasonably available. :
3.4 Applications for permits shall
be in writing, shall be signed by
the applicant, and shall include the
following: :
3.4.1 Name and address of the
applicant.
3.4.2 Lot and block number of
| property on which construction,
alteration, or extension is proposed.
* The permit issued by the sani-
tary inspector is in addition to the
building permit usually required
"and should be obtained prior to
construction, alteration, and exten-
sion of the residence. or facility to
be served.
{34.3 Complete plan of the pro-
| posed disposal facility, with sub-
stantiating data, if necessary, at-
testing to its compliance with the
following condivions goal be i eated biildifig paper of by othe | minimum’ standards of the sani-
! tary inspector.
| 3.4.4 Such further information as
'' may be required by the sanitary
inspector to substantiate that the
proposed construction, alteration,
or extension complies with regula- |
| tions promulgated by the sanitary
| inspector. \
| 3.5 A complete plan for the pur-
pose of obtaining a permit to be |
issued by the sanitary inspector
shall include:
3.5.1: The number, location, and
size of all sewage disposal facili-
ties to be constructed, altered, or
extended.
3.5.2 The location of water sup-
plies, water supply piping, existing |
sewage disposal facilities, buildings |
or dwellings, and adjacent lot lines.
3.5.3 Plans of the proposed sew-
age disposal facilities to be con-
structed; altered; or extended.
| grees
3.6 Any person whose applica-
tion for a permit under this ordin-
ance has been denied thay request |
and shall be granted a hearing on |
the matter beforé the sanitary in-|
spector within 30 days after receipt |
of the request.
SECTION IV — Inspections
41 The sanitary inspector is
hereby authorized and directed to
| make such inspections as are
necessary to determinde satisfac-
tory compliance with this ordin-
ance and regulations promulgated
I hereunder.
4.2 It shall be the duty of the
owner or occupant of a property to
give the sanitary inspector free
access to the property at reason-
able times for the purpose of mak-
ing such inspectiohs as are neces-
sary to determine compliance with
the requirements of this ordinance
and regulations promulgated here-
under. *
SECTION V — Penalties
5.1 Any person who violates any
provision of this ordinance, or any
provision of any regulation adopted
by the political subdivision pursu-
ant to authority granted by this”
ordinance, shall upon conviction,
be punished by a fine of not less
than Fifty ($50.00) Dollars nor
more than One Hundred ($100.00)
Dollars,. or by imprisonment for
not less than five (5) days nor
more than thirty (30) days; and
each day’s failure to comply shall
constitute a separate violation.
SECTION VI — Conflict of Ordin-
ances, Effect on Partial Invalidity
6.1 In any cdse where a provi-
sion of this ordinance is found to
be in conflict with a provision of
any zoning, building, fire, safety,
or health ordinance or code of this
Township of Lake existing on the
effective date of this ordinance, the
provision which, establishes the
higher standard for the promotion
{and protection of the health and
| safety of the people shall prevail.
In any case where a provision of |
this ordinance is found to be in
conflict with a provision of any
other ordinance or code of the
Township of Lake existing on the |
| effective date of this ordinance
which establishes a lower stand-
ard’ for the promotion and protec-
tion of the health and safety of |
| the people, the provisions of this
ordinance shall be deemed to pre-
vail, and such other ordinance or
codes are hereby declared to be
repealed to the extent that they |
may be found in conflict with this
ordinance.
6.2 If any section, subsection,
paragraphs, sentence, clause, or
phrase of this ordinance should be
declared invalid for any reason
whatsoevér, such decision shall not
affect the remaining portions of
this ordinance, which shall remain
in full force and effect; and, to this
end, the provisions of this ordin-
ance are heréby declared to be
severable.
SECTION VII — Effective Date
7.1 This ordinance shall be effec-
tive: on dnd dfter the 24th day of
September, 1964.
ORDAINED AND ENACTED this
18th day of September, 1964.
THE TOWNSHIP OF LAKE
By -
i Edward P. Crake, President
Attest:
‘John H. Stengef, Secretary
Walter Hoover |
Sharon Whitesell, Supervisors
NOTICE 0
NOTICE IS HEREBY GIVEN to An-
na Gedda, John Gedda and
Michael Gedda, their heirs, exec-
utors, administrators and assigns,
that on August 18, 1964, George
Sadowski and Mae Sadowski, his
wife commenced an Action against
you to No. 1651 October Term, 1964
which you are required to defend,
to quiet title to lands in the City
of Nanticoke, Luzerne County,
Pennsylvania, more particulary de-
scribed as follows:
ALL the surface or right of soil
of and in that certain piece or par-
cel of land situate in the Borough
of Nanticoke, Luzérne County,
Pennsylvania, bounded and des-
cribed as follows:
BEGINNING on the southerly
side of Grand Street in said Bor-
ough one-hundred and fifty (150)
ft westerly from the southwest cor-
ner of the intersection of Grand
Street and Market Street on the
plot of Lots hereinafter mentioned;
thence along the line of said Grand
Street South seventy-one (71) de-
grees twelve (12) minutes West
twenty-five (25) feet to the cen-
ter of lot No 711; thence through
lot No. 711 South eighteen (18)
degrees forty-eight (48) minutes
east ‘one hundred and thirty (130)
feet to a corner of a fifteen feet
alley; thence along the line of said
alley north seventy-one (71) de-
twelve (12) ‘minutes east
twenty-five (25) feet to a corner
of Lot No. 712; thence along the
line of Lot No. 712 North eighteen
(18) degrees forty-eight (48) min-
utes’ West one hundred and thirty
(130) feet to the place of beginning.
Containing 3,250 square feet of
! land. Beihg the easterly half of lot
No. 711 on the Susquehanna Coal
Company’s plot of lands as plotted
in deed book No. 265; page 1.
Together with all the buildings
ard appurtenances thereon.
Att. Charles B. Lemmond
Mihers Nat'l Bank Bldg.
Wilkes-Barre, Pa.
3x
NOTICE
NOTICE is hereby given that Let-
ters of Adniinistration have been
granted in the Estate of Alice C.
Whalen; late of Kingston; Pennsyl-
vania, who died November 10, 1963,
to Thomas F. Whalen, of 103 First
Avenue, Kingston, Pennsylvania.
All persons having claims or de-
mands against said estate are re-
quested to make known the same
and all persons indebted to said
estate to make payment to said
Administrator without delay.
NEVILLE B. SHEA, Attorney
3X
NOTICE
NOTICE is hereby given that Let-
ters Testamentary have been grant-’
ed in the Estate of Norwood H.
Brader, late of Dallas, Pennsylvan-
ia, who died August 2, 1964, to
Elisabeth E. Brader, of 4 Birch Hill
Lane, Dallas, Pennsylvania.
All persons having claims or de-
mands against said estate are re-
quested to make known the same
and all persons indebted to said
estate to make payment to said
Executor without delay.
NEVILLE B. SHEA, Attorney
: 3x
NOTICE. IS HEREBY GIVEN
THAT ‘LETTERS TESTAMENTARY
have been granted to MARTHA M.
GRIESMER, as Executrix in the
ESTATE OF MARTHA J. GRIES-
MER, Deceased, (died ' August 17,
1964). All persons indebted to
said estate are requested to make
payment and those having claims
to present the same without delay
to the Executrix c/o her Attorney.
JOHN W. MJCORMICK, ESQ.
Miners National Bank Bldg.
Wilkes-Barre, ‘Pennsylvania
Jurors For October
Among 240 jurors to serve dur- |
ing October in the Court of Com-
mon Pleas are these residents of
the Back Mountain:
For the week of October 8: Rich-
ard F. Rudy and Pearl Gilroy,
Kingston Township; Veronica Sut-
ton, Hunlock Creek RD 1.
Week of October 13: Mrs. Jose-
phine Davenport, Betty DeWitt,
Dallas; Mrs. Katherine Edwards,
Druid Hills; Helen N. Sweeney,
Trucksville.
Week of October 19: Elmer
Swelgin, Shavertown; Richard Rees,
Trucksville; Mrs. James Durkin and
‘Mrs. John Polachek, Dallas; Rich-
ard Hill and Eleanor Jones, Hun-
lock Creek RD 2; Lewis Sweitzer,
Hunlock Creek RD I.
Two Idetewn Boys
At Fort Jackson
Two Idetown boys, enlisting for
a ‘threeyear hitch in the Army,
left for Fort Jackson; South Car-
olina, Monday.
They dre Bob Casterline, 18, and
Butch Jennings; 19, both graduates
of Lake-Lehman high school. Both
young men are interésted in the
communications field.
Following basic training they
will go to Fort Gordon in Georgia.
Bob has beer helping his father,
Jamies Cdsterline, with the serv-
ice station in Idetown.
Butch, son of Mr. and Mrs. Lloyd
Jefinings, h#s been eniployed by
L. L. Richardson.
PAPER Nariite
iilé DALLAS POST
a ay oy
At a lovely late summer wedding,
N
Miss Joan Mary Pelligrinelli,
daughter of Mr. and Mrs. Oreste J.
Pellegrinelli, Jr. East Hartford, |
Conn., became the bride of James |
BE. Olenick, son of Mr. and Mrs. |
Michael ~Olenick, Lincoln Drive,
Shavertown, on August 22 at 11 |
a.m. in Saint Rose Church, East |
Hartford. 3 |
Father J. Scheafer performed the |
ceremony before an altar banked |
with white gladioli.
Given in marriage by her fa-|
ther, the bride wore a tloor length |
gown of silk organza fashioned |
with a scoop neckline etched with |
Swiss applique, long tapered |
sleeves, natural waistline and
straight princess skirt, whose back
detail and bow ended in a dull
chapel train. Her veil of silk il-
lusion was held in place by a pill- |
box cap of nylon tulle caught with |
tiny rosebuds. She carried a bridal
bouquet of white orchids, inter-
sperced with baby’s breath, stream-
ers and ivy.
Matron of honor was Mrs. John
Attend 101st
Airborne Meet
Mr. and Mrs. Jack L. Evans, 253
Carvertoi Road, Trucksville, and
Mr. and Mrs. Andrew Sokol, 152
Tunkhannock Highway, Dallas,
were among the 700 delegates at-
tending the 19th reunion of the
101 Airborne Division at the Penn
Sheraton Hotel in Pittsburgh
August 28 and 29. I
The two couples left Thursday to
attend their first.reunion with the
group so active in World War II
in the European Theatre and re-
turned home Sunday -night.
On Friday evening a Memorial
Dinner was held in which tribute
was paid to their comrades who
had fallen in France, Belgium ‘and’
Holland. Congratulatory messages
were received from the Holland Di-
vision, General Maxwell Taylor,
former commander and now am- |
bassador to Vietnam and Gov. |
William Scanton.
The Sokols and the Evans's |
were introduced to present com- |
mander General B. E. Powell who |
extended them a personal invita- |
tion to attend the 20th reunion at |
Fort Campbell, Ky., the early part
of August, 1965. The division was
reactivated in 1956.
During their stay, the two |
couples enjoyed a two and a half!
hour ride on the Gateway Clip- |
per over the waters of the Monon-= !
gahela, Ohio and Alleghany Rivers |
-| and appeared on TV in an informal
chat with R. E. Davies, co chair- |
man of the reunion and an official |
of the Tri State Chapter. The |
ladies also toured the H. J. Heinz |
Company at Pittsburgh.
A dinner dance Saturday eves
ning concluded the festivities.
Mr. Sokol and Mr. Evans would
‘like to form a chapter in this dis- |
trict if enough members could be |
‘found. Any one interested may
contact either gentleman.
The Dallas Post
Uses The famous -
Kenro Camera In «is
OFFSET DEPARTMENT
. = DALLAS, PENNSYLVANIA
I Wed At East Hartford
MRS. JAMES E. OLENICK
Case, and bridesmaids were Miss
Patricia Olenick, sister ' of the
bridegroom, Mrs. Albert Pelligrin@yf)
li, sister-in-law of the bride, Miss
Linda Bennett, Mrs: Ronald Di
Nardo.
Mr. John Bradley served as bfisd
man and ushers were Oreste pA
legrinelli, Albert Pellegrinelli, bro-
thers of the bride, Raymond
Champ, Ralph Monroe, Jr.
All. attendants wore identical
dresses in blue to that of the bride
and carried matching bouquets.
The mother of the bride chose a
blue silk shantung dress with dark
blue accessories. Mother of the
bridegroom selected a ‘two piece
apricot silk shantung with white
accessories.
A reception followed at ‘the
Wagon Wheel Restaurant, East
Hartford after which the couple
left on a honeymoon through the
New England States and Canada.
They will reside at 11 Hopewell
Street, East Hartford. Mr. Olenick
is employed at Pratt Whitney.
Penns - Woods
Notebook
By Jim -Hopple
With September upon
hunting season just around the
corner; it's time to get hunting
equipment in shape. It's also tiny
for youngsters who have reaché
their twelfth birthday to start to
think about getting out in the
woods to do some hunting.
When youngsters start to talk a-
bout hunting, questions start to pop
in their parents minds. One ques-
tion is, why do youngsters want to
shoot ? Because shooting is a part
of our American tradition, the gun
is at the core of our history. Dan’l
Boone, Davy Crocket, the Kentucky
rifle, Sharps buffalo gun, the fron-
fier six shooter, and the Spring-
field are all American symbols. The
average boy wants someday to sat-
isfy his hunting instincts® and to
join the millions of sportsmen on °
the trails of wildlife. :
How old is old enough? The real
measure is that of responsibility:
Would you leave your youngster
the house alone for two or three
hours? Would you send him to the
grocery store with a shopping li
{ and ten dollars? If your answer. 1s
yes, then he or she is ready for
a gun, under prope! supervision.
In Pennsylvania, a hunter must
be twelve years old and must. be
taken into the woods by someone
21 years of age if the hunter is un-
der 186. 3 :
Always observe the © ten com-
mandments of shooting safety.. Con-
stant correct gun handling insures
continued pleasure from your fav-
orite sport. The first requiremen}
in using any firearm is to know
how and practice these common
sense precautions. Know your gun
and how to operate it properly and
safely. ;
Do your part, and keep shooting
a safe sport.
Silverleaf Club
Kunkle Silver Leaf Club will meet
Tuesday evening, September 15 at
8 p.m., at the home of Mrs. Virgie
Elston.
Prompt,
GARBAGE
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674-5731
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